[go: up one dir, main page]

JPH0532640B2 - - Google Patents

Info

Publication number
JPH0532640B2
JPH0532640B2 JP58190907A JP19090783A JPH0532640B2 JP H0532640 B2 JPH0532640 B2 JP H0532640B2 JP 58190907 A JP58190907 A JP 58190907A JP 19090783 A JP19090783 A JP 19090783A JP H0532640 B2 JPH0532640 B2 JP H0532640B2
Authority
JP
Japan
Prior art keywords
tank
inner tank
low
concrete
temperature
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP58190907A
Other languages
Japanese (ja)
Other versions
JPS6084498A (en
Inventor
Toshio Hatsuzaki
Riichi Kobayashi
Hide Isa
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP19090783A priority Critical patent/JPS6084498A/en
Publication of JPS6084498A publication Critical patent/JPS6084498A/en
Publication of JPH0532640B2 publication Critical patent/JPH0532640B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C13/00Details of vessels or of the filling or discharging of vessels
    • F17C13/12Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures
    • F17C13/126Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures for large storage containers for liquefied gas
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01Shape
    • F17C2201/0104Shape cylindrical
    • F17C2201/0109Shape cylindrical with exteriorly curved end-piece
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01Shape
    • F17C2201/0104Shape cylindrical
    • F17C2201/0119Shape cylindrical with flat end-piece
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/05Size
    • F17C2201/052Size large (>1000 m3)
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2205/00Vessel construction, in particular mounting arrangements, attachments or identifications means
    • F17C2205/01Mounting arrangements
    • F17C2205/0153Details of mounting arrangements
    • F17C2205/018Supporting feet
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/01Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
    • F17C2223/0146Two-phase
    • F17C2223/0153Liquefied gas, e.g. LPG, GPL
    • F17C2223/0161Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00Applications
    • F17C2270/01Applications for fluid transport or storage
    • F17C2270/0134Applications for fluid transport or storage placed above the ground
    • F17C2270/0136Terminals

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 本発明は低温液貯蔵タンクに関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to cryogenic liquid storage tanks.

従来の地上を利用して低温液を貯蔵するタンク
は第3図に示すような構造である。
A conventional above-ground tank for storing low-temperature liquid has a structure as shown in FIG.

すなわち、LPガス等の液体を貯蔵するタンク
Aは鋼構造のタンク本体A1の外周を断熱材A2
で被覆し、さらにその断熱材A2の外周をカーボ
ンスチール等の保護層A3で被覆したものであ
る。
In other words, the tank A that stores liquid such as LP gas has a steel structure tank body A1, and the outer periphery of the tank body A1 is covered with a heat insulating material A2.
The outer periphery of the heat insulating material A2 is further covered with a protective layer A3 made of carbon steel or the like.

そしてタンクAの周囲に、低温液の流出を防止
するために防液堤Bを配置して形成する。
A liquid barrier B is arranged and formed around the tank A to prevent the low temperature liquid from flowing out.

この場合に利用できる用地が広ければタンクの
周囲に十分余裕を取つて外周に低い防液堤を設け
ることができるが、狭い土地の有効利用を図る為
にタンクAに接近して高いコンクリート製の防液
堤を建設しなければならない。
In this case, if the available land is wide, it is possible to provide enough space around the tank and build a low dike around the outer periphery, but in order to make effective use of the narrow land, a high concrete dike can be built near Tank A. A dike must be constructed.

このようにして形成された従来のタンクには次
のような欠点が存在する。
Conventional tanks formed in this way have the following drawbacks:

<イ> タンクAの鋼製本体A1は低温破壊を防
止するために低温脆性特性のない高価な鋼材で
形成されており、その外面を断熱材A2で被覆
し、さらにその外面をカーボンスチール等の保
護層A3で被覆している。
<B> The steel body A1 of tank A is made of an expensive steel material with no low-temperature brittle properties in order to prevent low-temperature breakdown, and its outer surface is covered with a heat insulating material A2, and the outer surface is coated with a material such as carbon steel. It is covered with a protective layer A3.

そのためタンクの建設費が非常に高価とな
る。
Therefore, the construction cost of the tank becomes very high.

<ロ> 低温液貯蔵タンク内の貯蔵液が漏洩した
場合、最外面のカーボンスチールは低温破壊し
てしまう。そのためせつかく外周面を被覆して
いるにも係わらず、さらにタンクの外部に防液
堤Bを設置する事が不可欠となる。
<B> If the stored liquid in the low-temperature liquid storage tank leaks, the outermost carbon steel will undergo low-temperature destruction. Therefore, even though the outer peripheral surface is covered, it is essential to further install a liquid barrier B on the outside of the tank.

<ハ> 鋼製タンク本体A1は厚さに限度があ
り、断熱材A2、保護層A3は強度が期待でき
ないから飛来物から防護する点で衝撃に弱いと
いう欠点がある。
<C> The steel tank body A1 has a limited thickness, and the heat insulating material A2 and protective layer A3 cannot be expected to have sufficient strength, so they have the disadvantage of being vulnerable to impact when it comes to protecting them from flying objects.

本発明はこのような問題を解消して、建設費の
低減が図れ、安全性に優れた低温液貯蔵タンクを
提供する事を目的とする。
An object of the present invention is to solve these problems and provide a low-temperature liquid storage tank that can reduce construction costs and has excellent safety.

すなわち本発明は低温液を貯蔵する密封式のコ
ンクリート製内槽の外周を、密封式のコンクリー
ト製外槽で包囲し、内槽と外槽とは構造的に絶縁
し、かつ、両槽間には側壁間の全周に密封された
空間を形成してなる、低温液貯蔵タンクに関する
ものである。
That is, the present invention surrounds the outer periphery of a sealed concrete inner tank for storing low-temperature liquid with a sealed concrete outer tank, and the inner tank and the outer tank are structurally insulated, and there is a gap between the two tanks. relates to a low-temperature liquid storage tank that has a sealed space around the entire circumference between side walls.

次に本発明のタンクの実施例について説明す
る。
Next, embodiments of the tank of the present invention will be described.

まず本発明のタンク1は内槽2と外槽3で構成
するが、以下その各部について説明する。
First, the tank 1 of the present invention is composed of an inner tank 2 and an outer tank 3, and each part will be explained below.

[イ] 内槽 内槽2は低温液化ガス等を貯蔵する目的のタン
クであり、密封体に形成する。
[B] Inner tank The inner tank 2 is a tank for storing low-temperature liquefied gas, etc., and is formed into a sealed body.

内槽2の側壁および底版はPCコンクリートま
たは鉄筋コンクリートで形成する。
The side walls and bottom slab of the inner tank 2 are made of PC concrete or reinforced concrete.

このようにタンク本体を鋼材ではなくコンクリ
ートで形成する事が本発明の特徴の一つである。
One of the features of the present invention is that the tank body is made of concrete instead of steel.

内槽2の底版4を鋼管杭またはPC杭9で支持
する。
The bottom plate 4 of the inner tank 2 is supported by steel pipe piles or PC piles 9.

底版4は内槽2の直径より大径に形成する。 The bottom plate 4 is formed to have a diameter larger than that of the inner tank 2.

そして底版4の内部には凍結防止の為のヒータ
41を配置する。
A heater 41 is arranged inside the bottom plate 4 to prevent freezing.

さらに内槽2の上縁には屋根5を一体に取り付
けて密封した空間を形成する。
Further, a roof 5 is integrally attached to the upper edge of the inner tank 2 to form a sealed space.

屋根5は内槽2と同様にコンクリート製で形成
してもよく、あるいはコンクリートより軽量な公
知の素材で形成する事もできる。
The roof 5 may be made of concrete like the inner tank 2, or may be made of a known material that is lighter than concrete.

さらに屋根5の周縁には内槽2の周面から突出
して庇51を設ける。
Furthermore, an eaves 51 is provided on the peripheral edge of the roof 5 so as to protrude from the peripheral surface of the inner tank 2.

この室内には屋根5を除いた全面に断熱材11
を介してメンブレン12を布設し、防熱性、液密
性、および気密性に優れた密封体を形成する。
This room has insulation material 11 on the entire surface except for the roof 5.
A membrane 12 is installed through the holder to form a sealed body with excellent heat insulation, liquid tightness, and airtightness.

屋根5の内面側には鋼板等のベーパーバリアー
52を天井面に張付け、かつ、屋根5から吊り下
げたデツキプレートに屋根用断熱材53を載置
し、屋根5からの入熱を阻止するよう形成する。
A vapor barrier 52 such as a steel plate is attached to the inner surface of the roof 5, and a roof insulation material 53 is placed on a deck plate suspended from the roof 5 to prevent heat input from the roof 5. Form.

屋根用断熱材53は例えば公知のグラスウール
を使用する事ができる。
For example, known glass wool can be used as the roof heat insulating material 53.

[ロ] 外槽 外槽3は飛来物から内槽2を保護し、かつ、低
温貯蔵液の流出を阻止する目的の保護容器であ
る。
[B] Outer tank The outer tank 3 is a protective container that protects the inner tank 2 from flying objects and prevents the low-temperature storage liquid from flowing out.

そしてこの外槽3を内槽2の外周を包囲する状
態でかつ、周囲に作業員が通行できる程度以上の
間隔を介して配置する。
The outer tank 3 is arranged so as to surround the outer periphery of the inner tank 2 and at a distance that is at least enough to allow a worker to pass around the outer tank.

外槽3はPCコンクリートで形成し、内槽2と
共通の底版4に搭載して一体に形成する事を特徴
の一つとする。
One of the characteristics of the outer tank 3 is that it is formed of PC concrete and is mounted on a common bottom plate 4 with the inner tank 2 so that they are formed integrally.

そして外槽3の上縁部と、前記した内槽2上端
周縁から張り出した庇51の間には全周に渡つて
ステンレス板あるいは銅板からなる伸縮ジヨイン
ト13によつて接続する。
The upper edge of the outer tank 3 and the eaves 51 extending from the upper edge of the inner tank 2 are connected over the entire circumference by a telescopic joint 13 made of a stainless steel plate or a copper plate.

その結果内槽2と外槽3の間には連続した空間
が形成されるが、この空間内には窒素ガス等を充
填してガス室6を形成する。
As a result, a continuous space is formed between the inner tank 2 and the outer tank 3, and this space is filled with nitrogen gas or the like to form a gas chamber 6.

すなわち外槽3の下端は内槽2と一体に形成す
るが上端は構造上絶縁して形成し、伸縮ジヨイン
ト13を介して気密性だけを保持できるよう形成
する。
That is, the lower end of the outer tank 3 is formed integrally with the inner tank 2, but the upper end is formed to be structurally insulated so that only airtightness can be maintained via the expansion joint 13.

これは両者2,3のいずれか一方が破壊された
場合にその破壊の影響を他方に与えないで、より
安全に貯蔵液を貯蔵するためである。
This is to store the storage liquid more safely without affecting the other when either one of the two 2 and 3 is destroyed.

そして本実施例はガス室6内の外槽3の内壁と
底版4面に断熱特性に優れた公知のパーライトコ
ンクリート等を吹き付けて、または打設して保護
層7を形成する。
In this embodiment, a protective layer 7 is formed by spraying or pouring known pearlite concrete or the like having excellent heat insulating properties on the inner wall of the outer tank 3 in the gas chamber 6 and on the 4 surfaces of the bottom plate.

ただしLPGを貯蔵する程度のタンクでは必ず
しも保護層7を必要としない。
However, the protective layer 7 is not necessarily required for tanks that store LPG.

外槽3の内面に保護層7を形成したのは内槽2
を破壊した時に低温液の温度を急激に外槽3へ伝
達させずに、保護層7を介して外槽3の温度破壊
を防止するためである。
The protective layer 7 is formed on the inner surface of the outer tank 3 in the inner tank 2.
This is to prevent temperature breakdown of the outer tank 3 via the protective layer 7 without rapidly transmitting the temperature of the low-temperature liquid to the outer tank 3 when the outer tank 3 is broken.

次にタンクの貯蔵状態について説明する。 Next, the storage condition of the tank will be explained.

[イ] 平常時 平常時は低温液が内槽2で貯蔵されている。[B] Normal times Under normal conditions, low-temperature liquid is stored in the inner tank 2.

この場合、内槽2の周囲にガス室6を形成して
あるのでベーパーバリアーとしての効果が非常に
向上し、併せて庇51が雨水の進水を阻止して保
護層7を常時乾燥させた状態を維持することがで
きる。
In this case, since the gas chamber 6 is formed around the inner tank 2, the effect as a vapor barrier is greatly improved, and the eaves 51 prevent rainwater from entering and keep the protective layer 7 dry at all times. condition can be maintained.

また第2図に示すように内槽2が温度変化によ
つて多少収縮しても内槽2が外槽3と完全体に形
成されていないので外槽3にその収縮による影響
を与える心配がまつたくない。
Furthermore, as shown in Fig. 2, even if the inner tank 2 contracts somewhat due to temperature changes, there is no need to worry about the shrinkage affecting the outer tank 3 because the inner tank 2 is not completely formed with the outer tank 3. I don't want to sleep.

また定期的にガス室6内を巡回して内槽2と外
槽3の内壁の点検を行えばタンクのより一層の安
全を図ることができる。
Further, by periodically inspecting the inside of the gas chamber 6 and inspecting the inner walls of the inner tank 2 and the outer tank 3, further safety of the tank can be ensured.

[ロ] 漏洩時 内槽2に亀裂が生じて内槽2から低温液が流出
した場合には、低温液はガス室6内に流入する。
[B] In the event of a leak If a crack occurs in the inner tank 2 and low temperature liquid flows out from the inner tank 2, the low temperature liquid will flow into the gas chamber 6.

単なるコンクリート製の外槽3であれば低温液
の急激な接触によつて温度破壊される可能性があ
るが、本実施例のタンクの場合には外槽3の内壁
と底版4に断熱性に優れた保護層7を形成してあ
るので、流出した低温液の熱衝撃を吸収して破壊
を防止できる。
If the outer tank 3 is simply made of concrete, there is a possibility that the temperature will be destroyed by sudden contact with the low-temperature liquid, but in the case of the tank of this embodiment, the inner wall of the outer tank 3 and the bottom plate 4 have insulation properties. Since the excellent protective layer 7 is formed, it is possible to absorb the thermal shock of the low-temperature liquid that has flowed out and prevent destruction.

従つて保護層7によつて外槽3が温度破壊され
ることがなく、液の流出を完全に防止する。
Therefore, the outer tank 3 is not damaged by the temperature due to the protective layer 7, and the outflow of the liquid is completely prevented.

また地震等で内槽2が破壊しても、内槽2と外
槽3が構造上一体ではないから伸縮ジヨイント1
3で破壊現象を吸収できる。
Furthermore, even if the inner tank 2 is destroyed due to an earthquake, etc., the expansion joint 1
3 can absorb destructive phenomena.

本発明の各実施例は以上説明したようになるか
ら次のような効果を期待する事ができる。
Since each embodiment of the present invention is as described above, the following effects can be expected.

<イ> 内槽と外槽の間に断熱材に優れた保護層
を形成したので、内槽の低温液が流出しても外
槽の温度破壊を防止できる。
<B> Since a protective layer with excellent heat insulation is formed between the inner tank and the outer tank, even if the low temperature liquid in the inner tank leaks out, the temperature of the outer tank can be prevented from breaking down.

<ロ> 内槽自体を鋼構造ではなくコンクリート
によつて構成した。
<B> The inner tank itself was constructed of concrete instead of steel.

その結果従来のような鋼材だけでタンクを形
成する必要がなくなり、鋼材に比べて安価なコ
ンクリートで形成することができ、建設費の低
減が可能となつた。
As a result, it is no longer necessary to construct the tank using only steel as in the past, and it can be constructed using concrete, which is cheaper than steel, reducing construction costs.

<ハ> 内槽と外槽の間に空間を形成したので、
内槽に低温液が充填している最中でもタンクの
点検を行う事ができる。
<C> Since a space was formed between the inner tank and the outer tank,
The tank can be inspected even while the inner tank is being filled with low-temperature liquid.

<ニ> 内槽と外槽の間の空間内にガス室を形成
したので第3図に示した従来構造に比較して明
らかに断熱効果を向上させる事ができる。
<d> Since the gas chamber is formed in the space between the inner tank and the outer tank, the heat insulation effect can be clearly improved compared to the conventional structure shown in FIG.

さらにガス室内のガス濃度をチエツクする事
によつて漏洩検知を簡単正確に行うことができ
る。
Furthermore, by checking the gas concentration in the gas chamber, leak detection can be easily and accurately performed.

<ホ> 単に防液堤に屋根を取り付けたのではな
く、密封式のタンクを二重構造に形成し、か
つ、このタンク間に空間を形成して構築したも
のである。
<e> Rather than simply attaching a roof to the dike, it was constructed by forming a double structure of sealed tanks with a space between the tanks.

従つて雨水の侵入を阻止して、また保護層の
防湿を確保して、保護層の断熱効果を向上させ
るだけでなく、内槽の破壊時にボイルオフガス
の拡散を制限できる。
Therefore, it is possible not only to prevent the intrusion of rainwater and ensure the moisture resistance of the protective layer, thereby improving the heat insulating effect of the protective layer, but also to limit the diffusion of boil-off gas when the inner tank is destroyed.

<ヘ> 外槽の側壁と天井を伸縮ジヨイント構造
とした場合には、内槽が破壊された場合にその
変形力が外槽にそのまま伝達される事はない。
<F> If the side walls and ceiling of the outer tank are made of an expandable joint structure, even if the inner tank is destroyed, the deformation force will not be directly transmitted to the outer tank.

従つて内槽の破壊力によつて外槽が破壊され
る危険が非常に小さい。
Therefore, there is very little risk that the outer tank will be destroyed by the destructive force of the inner tank.

<ト> 内槽の温度変化による変形を発生しても
両槽が絶縁しているので内槽の変形を許容して
外槽に何等悪影響を与える事がない。
<G> Even if the inner tank is deformed due to temperature changes, since both tanks are insulated, the inner tank can be deformed and the outer tank will not be affected in any way.

<チ> 屋根の下面にグラスウールからなる断熱
材を吊り下げて使用できるので、天井下面の貼
付けバリアとして廉価なカーボンステイールを
使用でき、高価なニツケル鋼材を使用する必要
がない。
<H> Since the insulating material made of glass wool can be hung on the underside of the roof, inexpensive carbon steel can be used as a barrier attached to the underside of the ceiling, and there is no need to use expensive nickel steel.

<リ> タンクをコンクリートで形成できるので
耐衝撃性が増加し、飛来物による損傷を防止で
きる。
<li> Since the tank can be made of concrete, it has increased impact resistance and can prevent damage from flying objects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図:本発明に係るタンクの一実施例の説明
図、第2図:内槽が変形した場合の説明図、第3
図:従来のタンクの説明図。 1:タンク、2:内槽、3:外槽、4:底版、
5:屋根、6:ガス室。
Figure 1: An explanatory diagram of an embodiment of the tank according to the present invention, Figure 2: An explanatory diagram of the case where the inner tank is deformed, and Figure 3.
Figure: Illustration of a conventional tank. 1: Tank, 2: Inner tank, 3: Outer tank, 4: Bottom plate,
5: Roof, 6: Gas chamber.

Claims (1)

【特許請求の範囲】 1 低温液を貯蔵する密封式のコンクリート製内
槽の外周を、 密封式のコンクリート製外槽で包囲し、 内槽と外槽とは構造的に絶縁し、かつ、両槽間
には側壁間の全周に密封された空間を形成してな
る、 低温液貯蔵タンク。
[Scope of Claims] 1. The outer periphery of a sealed concrete inner tank for storing low-temperature liquid is surrounded by a sealed concrete outer tank, and the inner tank and the outer tank are structurally insulated, and both A low-temperature liquid storage tank with a sealed space between the tanks around the entire circumference between the side walls.
JP19090783A 1983-10-14 1983-10-14 low temperature liquid storage tank Granted JPS6084498A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19090783A JPS6084498A (en) 1983-10-14 1983-10-14 low temperature liquid storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19090783A JPS6084498A (en) 1983-10-14 1983-10-14 low temperature liquid storage tank

Publications (2)

Publication Number Publication Date
JPS6084498A JPS6084498A (en) 1985-05-13
JPH0532640B2 true JPH0532640B2 (en) 1993-05-17

Family

ID=16265696

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19090783A Granted JPS6084498A (en) 1983-10-14 1983-10-14 low temperature liquid storage tank

Country Status (1)

Country Link
JP (1) JPS6084498A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2025016050A (en) * 2023-07-21 2025-01-31 川崎重工業株式会社 Liquefied hydrogen storage tank
JP2025016049A (en) * 2023-07-21 2025-01-31 川崎重工業株式会社 Liquefied hydrogen storage tank

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5646199A (en) * 1979-09-08 1981-04-27 Dyckerhoff & Widmann Ag Double wall tank for low temperature liquid

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5646199A (en) * 1979-09-08 1981-04-27 Dyckerhoff & Widmann Ag Double wall tank for low temperature liquid

Also Published As

Publication number Publication date
JPS6084498A (en) 1985-05-13

Similar Documents

Publication Publication Date Title
ES2304591T3 (en) THERMALLY ISOLATED PIPING.
US3935957A (en) Insulation for double walled cryogenic storage tank
JP6909635B2 (en) Cryogenic gas storage tank
CN205101860U (en) Metal contains storage tank entirely with protection of hot angle
JP2006017213A (en) Cold seal structure of cryogenic fluid storage tank
US5018639A (en) Storage container for low-temperature liquids
JPH0480280B2 (en)
JPH0532640B2 (en)
US3059804A (en) Safety device for insulated tank
JPS62132098A (en) Triple shell liquid storage tank
JPH11166694A (en) Membrane type low temperature storage tank
JPH0448400Y2 (en)
US4128187A (en) Secondary barrier construction for low temperature liquified gas storage tank carrying vessels
CN212132014U (en) full tank
JPS5831040Y2 (en) Double shell above ground cryogenic tank
KR101917171B1 (en) Lpg storage tank protecting against from fire
JP4379899B2 (en) Low temperature tank
JPH047440Y2 (en)
JPS61165097A (en) double shell cryogenic tank
JPS5847357Y2 (en) Safety device for double shell cryogenic tank
JPH10101191A (en) Cryogenic tank
JPS61165098A (en) double shell cryogenic tank
JPS596497A (en) Low temperature double-hull tank structure
JPS60219534A (en) Gas leak detection device for double shell cryogenic tank
JPH0338560Y2 (en)